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MINOR CONC FC <br /> (CURB) 6" 1 1/2 CENTER POINT OF CENTER ISLAND CONST <br /> 4.5' LIMITS OF CLEARING & GRUBBING <br /> /- SAW CUT AND REMOVE EXIST ROADWAY <br /> 2% NEW AC OVERLAY/ MINOR CONC <br /> 6" EXIST BRIDGE DECK SURFACE (APRON) 6 12 0.5' AC BASE <br /> PAVERS -- . . . ..... -----_ 2" NEW AC OVERLAY 2' 5.5' <br /> SEE "LS" SHEETS 1' 2' (TYP) <br /> ------------------------------ VAR <br /> 5 ° <br /> EPDXY <br /> ADHESIVE PAVERS --- -----L <br /> SEE L SHEETS <br /> 8" MINOR CONC (APRON) 12" CONFORM <br /> VERTICAL CURB DETAIL AT BRIDGE 4" CL 2 AB 0 95% <br /> GUTTER CONFORM <br /> C-2 (MEDIAN CURB) PLANING GRADE <br /> #4 BARS Ca➢ 12 OC EACH WAY MINOR CONCRETE <br /> NO SCALE ENTIRE AREA OF CONC APRON (TAPERED CURB)NO I 1/4" PER 1 ' <br /> SAWCUT FOC* 4 CENTER ISLAND — ROUNDABOUT a <br /> 2" 12" 2" 6" <br /> C-2 NO SCALE <br /> LIP OF GUTTERF GSR <br /> SAWCUT .�pP 0 <br /> 0.12't <br /> MINOR CONCRETE <br /> OG <br /> 00 3/8" <br /> 5' SIDEWALK <br /> E— 0.50' ASPHALT CONCRETE BASE <br /> _ <br /> �2" MINOR CONC <br /> (MODIFIED CURB AND GUTTER) TOP FACE OF TOP BACK OF r6'N\QURB. GT R & SIDEWALK DETAIL CURB LINE WALK LINE C-2 <br /> 2' WIDE PAVERS CONFORM NO SCALE <br /> 0.50' ASPHALT CONCRETE BASE 1, SEE LS SHEETS <br /> AB NATIVE COMBINE <br /> 0.75' 92% RC NATIVE t2% <br /> 2 MOD C&G DETAIL <br /> C-2 (MEDIAN CURB) <br /> NO SCALE <br /> * LOCATION OF STATION OFFSET, 5 WEST CG&SW AT ROUNDABOUT <br /> AS SHOWN ON LAYOUT SHEETS. C-2 NO SCALE <br /> CONFORM <br /> MINOR CONCRETE (DRIVEWAY) B <br /> PLACE AC(MISC AREA) PLACE DBL LAYER OF <br /> x6 1 -6, 6 MIN (TYP) <br /> W W WIRE .4 WELDED WIRE FABRIC <br /> �II X GRADE BREAK WITH 6" OVERLAP <br /> SIDEWALK 01< (EXP. JT) AT JOINT. <br /> 8% N1 LIMIT OF DWY PAYMENT 8 N� <br /> MAX 5.5' VAR * 5.5' MAX NEW 12"0 ALT. <br /> CONC CURB (A1 -6) DRAIN PIPE <br /> (WHERE APPLICABLE) POUR CLASS B CONCRETE <br /> EXIST DWY COURB L NE CE OF CONFORM COLLAR TO CONNECT PIPES <br /> TYPE "A2" DRIVEWAY \ / TYPE "Al " <br /> DRIVEWAY TOP BACK OF AS SHOWN. <br /> » <br /> (TYPICAL BOTH SIDES OF DWY) (TYPICAL BOTH SIDES OF DWY) WALK LINE <br /> \ CONFORM /q� 0.5' MAILBOX RELOCATION TO BE 0.125 10%0 EXIST 12"0 PIPE <br /> DONE BY OTHERS. M� <br /> PLACE AC \ f��° RETAINING CURB <br /> (MISC AREA) 0 X TO 0.5' BELOW FG (TYP) �ZPIPE CONNECTION TAI <br /> Q <br /> 0.5' MINOR (WHERE APPLICABLE) C-2 <br /> CONCRETE 0.5' NO SCALE <br /> Nl MAX Nl MAX Nl <br /> SECTION A—A <br /> / NO SCALE <br /> FOC A� <br /> LIP <br /> P c-z <br /> 3 TYPE "A" DRIVEWAY DETAIL <br /> QROFESSIONq� <br /> C-2 NO SCALE pprove v <br /> BEFORE EXCAVATING Revision Description Date By By <br /> MARK THOMAS & CO. INC. DEPARTMENT OF PUBLIC WO KS <br /> CALL U.S.A. " '� <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 c N' 38� 3� <br /> 800-227-2600 * FOR REDUCED PLAN SACRAMENTO, CA 95826 <br /> TOLL FREE WIDTH OF PROPOSED DRIVEWAY IS (916) 381 -9100 ExP. 3 31 07 SAN JOAQUIN COUNTY, CALIFORNIA <br /> SHOWN ON THE LAYOUT SHEETS. 0 1 2 3 �9T <br /> p� VCA`\ \P <br /> 2 WORKING DAYS BEFORE ALL F o�� <br /> PLANNED WORK OPERATIONS <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON SNO. SHEETS <br /> H. GARCL4 4 01 oz M SELLING 4/01/02 C. ROCKWAY 4/01/02 COUNTY OF SAN J 0 AQ U I N SCALE: No SCALE DETAIL <br /> WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 15 40 <br /> FILE NAME 7DRAWER SHEET T. ACAD REVISIONS DATE <br />